CN104196148A - Hollow block filler wall construction process and preset pipelines - Google Patents

Hollow block filler wall construction process and preset pipelines Download PDF

Info

Publication number
CN104196148A
CN104196148A CN201410468385.4A CN201410468385A CN104196148A CN 104196148 A CN104196148 A CN 104196148A CN 201410468385 A CN201410468385 A CN 201410468385A CN 104196148 A CN104196148 A CN 104196148A
Authority
CN
China
Prior art keywords
pipeline
building
stones
lateral line
laying bricks
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201410468385.4A
Other languages
Chinese (zh)
Other versions
CN104196148B (en
Inventor
马二刚
桑玉红
刘英杰
王龙
马志旭
冯晓磊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JINGXIN CONSTRUCTION GROUP Co Ltd
Original Assignee
JINGXIN CONSTRUCTION GROUP Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JINGXIN CONSTRUCTION GROUP Co Ltd filed Critical JINGXIN CONSTRUCTION GROUP Co Ltd
Priority to CN201410468385.4A priority Critical patent/CN104196148B/en
Publication of CN104196148A publication Critical patent/CN104196148A/en
Application granted granted Critical
Publication of CN104196148B publication Critical patent/CN104196148B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Retaining Walls (AREA)

Abstract

The invention relates to the field of building walls, in particular to a hollow block filler wall construction process and a filler wall. The construction process includes: presetting pipelines and constructing layer by layer, to be more specific, setting the part below each virtual connecting point of a longitudinal pipeline as one layer, demounting the longitudinal and transverse pipelines above a current layer during construction of the current layer, and mounting the longitudinal and transverse pipelines of the previous layer of the current layer after the current layer is constructed. The construction process has the advantages that construction is performed through virtual connection, virtual connecting points are set on the longitudinal and transverse pipelines, the virtual connecting points can be demounted, and building block cut is reduced to the maximum extent; the construction process is simple to operate, the constructed filler wall is good in integrity and high in performance, and good economical and social benefits are achieved.

Description

A kind of hollow block filling wall construction technology and default pipeline
Technical field
The present invention relates to construction wall field, in particular to a kind of hollow block filling wall construction technology and infilled wall.
Background technology
Building-block has certain hollow rate, has the performances such as light weight and good insulation, heat insulation, sound insulation, in industry and civilian construction infilled wall, is used widely.In design and construction, clearly regulation has all been done in national regulation, industry standard, working drawing set pair material property, masoning method, structure requirement etc., for the not clear and definite concrete grammar of burying underground of pipeline in masonry, by unit in charge of construction, is completed completely.
At present, common construction technology generally adopts: hollow blocks built is become to wall, and afterwards according to place on line, in building-block upper shed, after pipeline is arranged in building block, then by opening block.And framework, a large amount of electric equipment pipelines of frame structure are embedded in infilled wall, improper if pipeline is buried underground, masonry structure be will destroy, thereby masonry structure integrity energy and anti-seismic performance reduced, produce wall body slit, impact is used and perception.
Summary of the invention
The object of the present invention is to provide a kind of hollow block filling wall construction technology and default pipeline, to solve the above problems.
A kind of hollow block filling wall construction technology is provided in an embodiment of the present invention, has comprised the following steps:
Default pipeline: the default pipeline at required masonry panel place, longitudinal pipeline, lateral line are fixedly mounted by its installation site, and a plurality of removable virtual connection points are set in described longitudinal pipeline and lateral line, when current layer has been built by laying bricks or stones, described longitudinal pipeline of current layer last layer and described lateral line are installed;
Successively build by laying bricks or stones: while building by laying bricks or stones, carry out layering and build by laying bricks or stones, described longitudinal pipeline described in each the following part of virtual connection point be one deck, while building current layer by laying bricks or stones, this layer of above described longitudinal pipeline and described lateral line are removed;
While building by laying bricks or stones to described longitudinal pipeline, the top by building-block by longitudinal pipeline penetrates, and from top to bottom described building-block is built by laying bricks or stones;
While building by laying bricks or stones to described lateral line, by offering notch on the described building-block of lateral line below, lateral line is arranged in notch;
Build by laying bricks or stones to described in top longitudinally during pipeline, opening is offered in the side of described building-block, by the side of described building-block, be nested on described longitudinal pipeline.
A default pipeline, comprises longitudinal pipeline and lateral line, and box is linked and packed in described longitudinal pipeline and described lateral line;
Described longitudinal pipeline and described lateral line comprise a plurality of sub-canals line, between adjacent described sub-pipeline, by banjo fixing butt jointing, removably connect.
Further, between described sub-pipeline and described assembling box, by banjo fixing butt jointing, removably connect.
Further, described longitudinal pipeline and described lateral line are provided with dismountable bracing frame.
Further, the described sub-pipeline of described longitudinal pipeline comprises push rod, intermediate bar and bottom bar, described intermediate bar and described bottom bar equal in length, and be more than or equal to the length of described push rod.
A kind of hollow block filling wall construction technology and default pipeline that the embodiment of the present invention provides, adopt the method for default virtual connection to build by laying bricks or stones, first preset required longitudinal pipeline and lateral line in infilled wall, wherein, longitudinally pipeline and lateral line part adopt virtual connection point are set, and virtual connection point place can realize dismounting.Its objective is the cutting reducing to greatest extent building block.
Wherein, intermediate bar and bottom bar can adopt the mode of socket from top to bottom that building block is installed, and in lateral line, can formerly in building block, offer notch, and lateral line is arranged in notch, complete and build by laying bricks or stones; So, only have the building block on push rod on its side, to offer opening.The masonry way of this kind of infilled wall is simple to operate, builds the good integrity of rear infilled wall by laying bricks or stones, and performance is high, has good economic benefit and social benefit.
Accompanying drawing explanation
Fig. 1 show a kind of hollow block filling wall construction technology described in the embodiment of the present invention build by laying bricks or stones to bottom bar time structural representation;
Fig. 2 show a kind of hollow block filling wall construction technology described in the embodiment of the present invention build by laying bricks or stones to lateral line time structural representation;
Fig. 3 show a kind of hollow block filling wall construction technology described in the embodiment of the present invention build by laying bricks or stones to intermediate bar time structural representation;
Fig. 4 show a kind of hollow block filling wall construction technology described in the embodiment of the present invention build by laying bricks or stones to push rod time structural representation;
Fig. 5 shows the structural representation of a kind of default pipeline described in the embodiment of the present invention;
Fig. 6 shows the structural representation of the banjo fixing butt jointing of a kind of default pipeline described in the embodiment of the present invention.
In figure:
1, longitudinal pipeline; 2, lateral line; 3, assembling box; 4, sub-pipeline; 5, banjo fixing butt jointing; 6, bracing frame.
The specific embodiment
Below by specific embodiment, also by reference to the accompanying drawings the present invention is described in further detail.
As shown in Fig. 1-6, a kind of hollow block filling wall construction technology, comprises the following steps:
Default pipeline: the default pipeline at required masonry panel place, longitudinal pipeline 1, lateral line 2 are fixedly mounted by its installation site, and longitudinally in pipeline 1 and lateral line 2, a plurality of removable virtual connection points are being set, when current layer has been built by laying bricks or stones, longitudinal pipeline 1 of current layer last layer and lateral line 2 are installed;
Successively build by laying bricks or stones: while building by laying bricks or stones, carry out layering and build by laying bricks or stones, longitudinally the following part of pipeline 1 each virtual connection point is one deck, while building current layer by laying bricks or stones, this layer of above longitudinal pipeline 1 and lateral line 2 are removed;
While building by laying bricks or stones to longitudinal pipeline 1, the top by building-block by longitudinal pipeline 1 penetrates, and from top to bottom building-block is built by laying bricks or stones;
While building by laying bricks or stones to lateral line 2, will on the building-block of lateral line 2 belows, offer notch, lateral line 2 is arranged in notch;
While building by laying bricks or stones to the longitudinal pipeline 1 in top, opening is offered in the side of building-block, by the side of building-block, be nested on longitudinal pipeline 1.
A default pipeline, comprises longitudinal pipeline 1 and lateral line 2, and box 3 is longitudinally linked and packed in pipeline 1 and lateral line 2;
Longitudinally pipeline 1 and lateral line 2 comprise a plurality of sub-canals line 4, between adjacent sub-pipeline 4, by banjo fixing butt jointing 5, removably connect.
Between sub-pipeline 4 and assembling box 3, by banjo fixing butt jointing 5, removably connect.Wherein, assembling box 3 is electronic box or line box, to between assembling box 3 and sub-pipeline 4, adopt and removably connect, in longitudinal pipeline 1, play the effect of virtual connection point, can realize, the mode that adopts building block lateral opening to be connected between assembling box 3 and next banjo fixing butt jointing 5 connects, and longitudinal pipeline 1 employing of its below is socketed the mode of joint block.And in lateral line 2, virtual connection point should be arranged on assembling box 3 places, the starting point of lateral line 2 and destination county are virtual connection point, during construction, lateral line 2 are arranged in notch, then are connected with banjo fixing butt jointing 5, convenient and swift.
Longitudinally pipeline 1 and lateral line 2 are provided with dismountable bracing frame 6.Bracing frame 6 plays temporary supporting, because being first arranges default pipeline, is carrying out building by laying bricks or stones of body of wall, so the fixed effect of default pipeline may be not good, by 6 pairs of default pipelines of bracing frame, carries out temporary supporting.
Longitudinally the sub-pipeline 4 of pipeline 1 comprises push rod, intermediate bar and bottom bar, intermediate bar and bottom bar equal in length, and be more than or equal to the length of push rod.Wherein, what at push rod place, adopt is building block lateral opening, and on the side cover female connector push rod by building block, i.e. building block herein need to arrange opening in side, and wherein, the length of push rod is shorter, and the required building block that opening is set is just fewer.Preferably, the length of bottom bar and intermediate bar is made as 1.5m, and the length of push rod is less than 1.5m.
A kind of hollow block filling wall construction technology and default pipeline that above-described embodiment provides, adopt the method for default virtual connection to build by laying bricks or stones, first preset required longitudinal pipeline 1 and lateral line 2 in infilled wall, wherein, longitudinally pipeline 1 and 2 employings of lateral line arrange virtual connection point, and virtual connection point place can realize dismounting.Its objective is the cutting reducing to greatest extent building block.
Wherein, intermediate bar and bottom bar can adopt the mode of socket from top to bottom that building block is installed, and in lateral line 2, can formerly in building block, offer notch, and lateral line 2 is arranged in notch, complete and build by laying bricks or stones; So, only have the building block on push rod on its side, to offer opening.The masonry way of this kind of infilled wall is simple to operate, builds the good integrity of rear infilled wall by laying bricks or stones, and performance is high, has good economic benefit and social benefit.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for a person skilled in the art, the present invention can have various modifications and variations.Within the spirit and principles in the present invention all, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection scope of the present invention.

Claims (5)

1. a hollow block filling wall construction technology, is characterized in that, comprises the following steps:
Default pipeline: the default pipeline at required masonry panel place, fixedly mounts longitudinal pipeline, lateral line, and a plurality of removable virtual connection points are set in described longitudinal pipeline and lateral line by its installation site;
Successively build by laying bricks or stones: while building by laying bricks or stones, carrying out layering builds by laying bricks or stones, be described longitudinal pipeline described in each the following part of virtual connection point be one deck, while building current layer by laying bricks or stones, this layer of above described longitudinal pipeline and described lateral line are removed, when current layer has been built by laying bricks or stones, described longitudinal pipeline of current layer last layer and described lateral line are installed;
While building by laying bricks or stones to described longitudinal pipeline, the top by building-block by longitudinal pipeline penetrates, and from top to bottom described building-block is built by laying bricks or stones;
While building by laying bricks or stones to described lateral line, by offering notch on the described building-block of lateral line below, lateral line is arranged in notch;
Build by laying bricks or stones to described in top longitudinally during pipeline, opening is offered in the side of described building-block, by the side of described building-block, be nested on described longitudinal pipeline.
2. a default pipeline, is characterized in that, comprises longitudinal pipeline and lateral line, and box is linked and packed in described longitudinal pipeline and described lateral line;
Described longitudinal pipeline and described lateral line comprise a plurality of sub-canals line, between adjacent described sub-pipeline, by banjo fixing butt jointing, removably connect.
3. a kind of default pipeline according to claim 2, is characterized in that, between described sub-pipeline and described assembling box, by banjo fixing butt jointing, removably connects.
4. a kind of default pipeline according to claim 2, is characterized in that, described longitudinal pipeline and described lateral line are provided with dismountable bracing frame.
5. a kind of default pipeline according to claim 2, is characterized in that, the described sub-pipeline of described longitudinal pipeline comprises push rod, intermediate bar and bottom bar, described intermediate bar and described bottom bar equal in length, and be more than or equal to the length of described push rod.
CN201410468385.4A 2014-09-15 2014-09-15 A kind of hollow block filling wall construction technology and default pipeline Expired - Fee Related CN104196148B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410468385.4A CN104196148B (en) 2014-09-15 2014-09-15 A kind of hollow block filling wall construction technology and default pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410468385.4A CN104196148B (en) 2014-09-15 2014-09-15 A kind of hollow block filling wall construction technology and default pipeline

Publications (2)

Publication Number Publication Date
CN104196148A true CN104196148A (en) 2014-12-10
CN104196148B CN104196148B (en) 2016-12-07

Family

ID=52081499

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410468385.4A Expired - Fee Related CN104196148B (en) 2014-09-15 2014-09-15 A kind of hollow block filling wall construction technology and default pipeline

Country Status (1)

Country Link
CN (1) CN104196148B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114277969A (en) * 2021-12-06 2022-04-05 中建一局集团建设发展有限公司 Grooving-free construction method for filling electromechanical pipelines of wall body with hollow building blocks

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN86106157A (en) * 1986-07-29 1988-02-10 约瑟·科尔霍·多斯·森托斯 Assembling building block and use the building method of this building block
WO1996016238A1 (en) * 1994-11-07 1996-05-30 Megawall Corporation Modular precast wall system with mortar joints
CN2786229Y (en) * 2005-03-01 2006-06-07 张水明 Wall building block with wire groove
CN102477780A (en) * 2010-11-26 2012-05-30 深圳市嘉达高科产业发展有限公司 Light combined wall of building, wallboard and slurry
CN103061515A (en) * 2012-12-29 2013-04-24 陕西省第三建筑工程公司 Method for perforating and pre-burying polyvinyl chloride (PVC) wiring tubes in concrete hollow block filled walls
CN103938869A (en) * 2014-05-13 2014-07-23 二十二冶集团第一建设有限公司 Construction method for line pipes and line boxes in MS building block rear building wall body
CN203755528U (en) * 2014-04-04 2014-08-06 黄文侃 Wall unit board for building

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN86106157A (en) * 1986-07-29 1988-02-10 约瑟·科尔霍·多斯·森托斯 Assembling building block and use the building method of this building block
WO1996016238A1 (en) * 1994-11-07 1996-05-30 Megawall Corporation Modular precast wall system with mortar joints
CN2786229Y (en) * 2005-03-01 2006-06-07 张水明 Wall building block with wire groove
CN102477780A (en) * 2010-11-26 2012-05-30 深圳市嘉达高科产业发展有限公司 Light combined wall of building, wallboard and slurry
CN103061515A (en) * 2012-12-29 2013-04-24 陕西省第三建筑工程公司 Method for perforating and pre-burying polyvinyl chloride (PVC) wiring tubes in concrete hollow block filled walls
CN203755528U (en) * 2014-04-04 2014-08-06 黄文侃 Wall unit board for building
CN103938869A (en) * 2014-05-13 2014-07-23 二十二冶集团第一建设有限公司 Construction method for line pipes and line boxes in MS building block rear building wall body

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114277969A (en) * 2021-12-06 2022-04-05 中建一局集团建设发展有限公司 Grooving-free construction method for filling electromechanical pipelines of wall body with hollow building blocks

Also Published As

Publication number Publication date
CN104196148B (en) 2016-12-07

Similar Documents

Publication Publication Date Title
CN102877559A (en) Cast-in-situ heat preservation and heat isolation beam, column or shear wall and construction method thereof
CN104631662A (en) Hollow steel mesh keel inner formwork cement partition wall construction method
CN211499913U (en) Low-energy-consumption prefabricated house
CN103485537A (en) Construction method and structure of embedded reinforcement of super high-rise horizontal secondary structure
KR101458434B1 (en) Half precast concrete column manufacturing method using prefabricated PC panels and constructing method using the same
US20080092465A1 (en) Bricks for pipe laying and construction work using this
CN103015597B (en) A kind of construction method of energy-conservation close rib cavity floor
CN107893496A (en) A kind of assembly concrete integrated floor and its manufacture method
CN104196148A (en) Hollow block filler wall construction process and preset pipelines
CN104810744A (en) Free pre-burying construction method of wall pipeline
KR20170102729A (en) Multi precast wall structure and its construction method
CN107859332B (en) Construction method for embedding wire pipe of prefabricated distribution box
CN103097621A (en) Method for producing compact modules for construction
CN203741724U (en) Anti-collision wall formwork system
CN204059953U (en) Hang mould prefab form
CN103015598B (en) A kind of construction method of energy-conservation close rib cavity floor
CN105421615A (en) Prefabricated type shear wall horizontal bolt connecting structure
CN104499624A (en) Filler box-combined hollow slab
WO2013001305A3 (en) Method of erecting a building with wooden panels
CN206328916U (en) Precast type panel structure
CN105970995A (en) Bearing platform mold
CN205445125U (en) Execute i -shaped assembled enclosure fast
CN104652677A (en) Template and floor slab
CN215483756U (en) Precast concrete wallboard that stability is high
CN210659241U (en) Concrete formwork of preset wire groove

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161207

Termination date: 20210915

CF01 Termination of patent right due to non-payment of annual fee